HomeMy WebLinkAboutBLD21-2199_Erosion ControlEROSION CONTROL BMPS
EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION.
TEMPORARY SEDIMENT CONTROL
SE-5 FIBER ROLLS INSTALL WHERE SHOWN ON PLAN.
SE-7 STREET SWEEPING AND VACUUMING
STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS.
SE-10 STORM WATER INLET PROTECTION
ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM.
WIND EROSION CONTROL BMPS
WE-1 WIND EROSION CONTROL
WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADS AND ANY STOCKPILE
AREAS.
TRACKING CONTROL
TC-1 STABILIZED CONSTRUCTION EXIT RUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET.
NON-STORMWATER MANAGEMENT
NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGE
CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THE RESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER
ACTION UNTIL THE RESIDENT ENGINEER PROVIDE A RESPONSE/
NS-7 POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES.
NS-8 VEHICLE AND EQUIPMENT CLEANING
NS-9 VEHICLE AND EQUIPMENT FUELING
NS-3 PAVING AND GRADING OPERATIONS APPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE.
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE.
NS-12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION.
NS-13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION.
ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE.
ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE.
NS-1 WATER CONSERVATION PRACTICES MAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES.
TRACT NO. 15346
A
V
A
L
O
N
V
I
S
T
A
C
L
Δ
=
27
°
1
8'1
0
"
R
=
9
5.0
0' L
=
4
5.2
7'
N87°3
2
'
5
1
"
W
5
1
.
6
3
'
N51°54'55"W 263.04'
N
3
2
°
5
2
'
2
7
"
E
9
5
.
4
0
'
N51°54'14"W 315.71'
N4
6
°
4
4
'
5
7
"
E
9
7
.
0
0
'
LOT 11
TRACT NO. 15346
M.M.775/15-21
LOT 10
LOT 12
PARCEL 1
PARCEL 2
LOT I
SD
SD
SD
SD
SD
SD
SD
SD
SD
PER
G
A
0
5
0
0
1
8
(
S
H
T
5
O
F
7
)
EX. 1
2
"
P
.
V
.
C
.
D
R
A
I
N
P
I
P
E
PRECAST 72" MANHOLE STOMFILTER
SD
S
D
S
D
SD
SD
SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
SD SD
SD SD SD SD SD SD SD SD
SD
SD
SDSD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
WM-3 STOCKPILE MANAGEMENT MATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TO MAINTAIN DUST CONTROL.
WM-4 SPILL PREVENTION AND CONTROL AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BE EDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES.
WM-5 SOLID WASTE MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-2
MATERIAL DELIVERY AND STORAGE
MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION.
WM-9 SANITARY / SEPTIC WASTE MANAGEMENT ON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT.
AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENT OF THE CITY.
SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF PROPERLY.
WM-1
MATERIAL USE
MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW
DAYS.
GRAVEL BAGS BERM
DETAIL
NOT TO SCALE
GRAVEL BAGS (TYP.) MIN. 5"
THICK4"
TYP.2 BAGS MIN
GRAVEL BAGS
SECTION A-A
A A
GRAVEL BAGS (TYP.) MIN. 5"
THICK4"
TYP.
2 BAGS MIN
GRAVEL BAGS
GRAVEL BAG FOR INLETS
DETAIL
NOT TO SCALE
A A
B
10' MIN
VA
R
I
E
S
BERM
LATH & FLAGGING ON
ALL SIDES
SANDBAG
10 MIL PLASTIC
LINING
B
10' MIN
VA
R
I
E
S
TWO-STACKED 2 X 12
ROUGH WOOD FRAME
10 MIL PLASTIC LINING
STAKE (TYP)
PLAN SECTION A-A
TYPE "BELOW GRADE"
PLAN
TYPE "ABOVE GRADE"
3'
BERM
SANDBAG10 MIL PLASTIC
LINING
10 MIL PLASTIC LINING
WOOD FRAME SECURELY FASTENED
AROUND ENTIRE PERIMETER WITH
TWO STAKES
SECTION B-B
NOTES:
1. ACTUAL LAYOUT DETERMINES IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
CONCRETE WASTE MANAGEMENT
DETAIL
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
DETAIL
NOT TO SCALE
HARD
S
U
R
F
A
C
E
PUBL
I
C
R
O
A
D
30'
M
I
N
6"
MI
N
12' M
I
N
FILTER FABRIC
6" THICK 3
4" AGGREGATE BASE
INSTALL TWO TRACK OUT
PLATES
R20"
COUNTY OF ORANGE
REFERENCESREVISIONS
SHEET OF
11 AVALON VISTA, NEWPORT COAST, CA 92657
PELICAN HILL RESIDENCEAMIR DEIHIMI
C-78194 12-02-2021
21199
GRD21-XXXX
EROSION CONTROL PLAN
SCALE 1"-10'
C-4
201005101520
C-4
EXP.6/30/23